|
Item List 221055 |
Date:06/20/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 221055 | Primary Project Number | DE05630842255 |
| Contract Description | OLD HENRY ROAD(KY-3084) | ||
| Primary County | JEFFERSON | Fed/St Number | 121GR22D055 |
| Vendor ID | 00563 | Vendor Name | LOUISVILLE PAVING COMPANY INC |
| Bid Amount | $ 26,784,000.00 | ||
| SM- Project | DE05630842255 |
| Fed/State Number | STP 6000(205) |
| Project Description | OLD HENRY ROAD(KY-3084) |
| *********** |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 49,265.000 |
49,265.000 |
$30.000 |
TON | 5.5 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 8.990 |
8.990 |
$277.730 |
TON | 0.0 |
| 0015 | ASPHALT SEAL COAT | 00103 | 1.100 |
1.100 |
$3,300.000 |
TON | 0.0 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 101.000 |
101.000 |
$100.000 |
TON | 0.0 |
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 21,436.000 |
21,436.000 |
$82.000 |
TON | 6.6 |
| 0030 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 1,412.000 |
1,412.000 |
$91.000 |
SQYD | 0.5 |
| 0035 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 4,106.000 |
4,106.000 |
$95.000 |
TON | 1.5 |
| 0040 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 40.190 |
40.190 |
$650.000 |
TON | 0.1 |
Category Total $3,796,614.29 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 16,600.000 |
16,600.000 |
$26.000 |
TON | 1.6 |
| 0050 | STANDARD CURB AND GUTTER | 01810 | 16,434.000 |
16,434.000 |
$27.500 |
LF | 1.7 |
| 0055 | REMOVE CURB AND GUTTER | 01812 | 2,479.000 |
2,479.000 |
$30.000 |
LF | 0.3 |
| 0060 | STANDARD INTEGRAL CURB | 01830 | 1,250.000 |
1,250.000 |
$28.500 |
LF | 0.1 |
| 0065 | STANDARD HEADER CURB | 01875 | 351.000 |
351.000 |
$53.000 |
LF | 0.1 |
| 0070 | REMOVE CURB | 01904 | 2,483.000 |
2,483.000 |
$6.000 |
LF | 0.1 |
| 0075 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | 719.000 |
719.000 |
$115.000 |
SQYD | 0.3 |
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 9.000 |
9.000 |
$12.400 |
EACH | 0.0 |
| 0085 | BARRICADE-TYPE III | 02014 | 25.000 |
25.000 |
$100.000 |
EACH | 0.0 |
| 0090 | REMOVE PCC PAVEMENT | 02058 | 15,423.000 |
15,423.000 |
$8.000 |
SQYD | 0.5 |
| 0095 | REMOVE PAVEMENT | 02091 | 20,033.000 |
20,033.000 |
$6.000 |
SQYD | 0.4 |
| 0100 | TEMP DITCH | 02159 | 5,810.000 |
5,810.000 |
$2.000 |
LF | 0.0 |
| 0105 | CLEAN TEMP DITCH | 02160 | 2,905.000 |
2,905.000 |
$0.500 |
LF | 0.0 |
| 0110 | REMOVE PAVED DITCH | 02165 | 103.000 |
103.000 |
$30.000 |
SQYD | 0.0 |
| 0115 | ROADWAY EXCAVATION | 02200 | 116,276.000 |
116,276.000 |
$27.000 |
CUYD | 11.7 |
| 0120 | WATER | 02242 | 1,834.000 |
1,834.000 |
$0.010 |
MGAL | 0.0 |
| 0125 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$75.170 |
EACH | 0.0 |
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,815.950 |
EACH | 0.0 |
| 0135 | REMOVE GUARDRAIL | 02381 | 505.000 |
505.000 |
$2.850 |
LF | 0.0 |
| 0140 | REMOVE GUARDRAIL END TREATMENT | 02396 | 2.000 |
2.000 |
$284.750 |
EACH | 0.0 |
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 35.000 |
35.000 |
$181.690 |
EACH | 0.0 |
| 0150 | WITNESS POST | 02432 | 35.000 |
35.000 |
$159.590 |
EACH | 0.0 |
| 0155 | FILL AND CAP SINKHOLE | 02471 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.0 |
| 0160 | CHANNEL LINING CLASS II | 02483 | 1,138.000 |
1,138.000 |
$75.000 |
TON | 0.3 |
| 0165 | CHANNEL LINING CLASS III | 02484 | 7,164.000 |
7,164.000 |
$75.000 |
TON | 2.0 |
| 0170 | CLEARING AND GRUBBING 24.07 ACRES- JEFFERSON | 02545 | 1.000 |
1.000 |
$59,000.000 |
LS | 0.2 |
| 0175 | TEMPORARY SIGNS | 02562 | 1,245.000 |
1,245.000 |
$4.000 |
SQFT | 0.0 |
| 0180 | EDGE KEY | 02585 | 128.000 |
128.000 |
$95.000 |
LF | 0.0 |
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 114,352.000 |
114,352.000 |
$2.250 |
SQYD | 1.0 |
| 0190 | MAINTAIN & CONTROL TRAFFIC JEFFERSON | 02650 | 1.000 |
1.000 |
$275,000.000 |
LS | 1.0 |
| 0195 | DIVERSIONS (BY-PASS DETOURS) JEFFERSON | 02651 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.7 |
| 0200 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 13.000 |
13.000 |
$9,000.000 |
EACH | 0.4 |
| 0205 | MOBILIZATION FOR MILL & TEXT JEFFERSON | 02676 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
| 0210 | SAFELOADING | 02690 | 59.000 |
59.000 |
$430.000 |
CUYD | 0.1 |
| 0215 | TEMP SILT FENCE | 02701 | 5,810.000 |
5,810.000 |
$1.460 |
LF | 0.0 |
| 0220 | SILT TRAP TYPE A | 02703 | 27.000 |
27.000 |
$100.000 |
EACH | 0.0 |
| 0225 | SILT TRAP TYPE B | 02704 | 27.000 |
27.000 |
$150.000 |
EACH | 0.0 |
| 0230 | SILT TRAP TYPE C | 02705 | 27.000 |
27.000 |
$250.000 |
EACH | 0.0 |
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0250 | SIDEWALK-4 IN CONCRETE | 02720 | 4,106.000 |
4,106.000 |
$62.240 |
SQYD | 1.0 |
| 0255 | REMOVE CONCRETE SIDEWALK | 02721 | 590.000 |
590.000 |
$25.000 |
SQYD | 0.1 |
| 0260 | SIDEWALK-6 IN CONCRETE | 02723 | 7,037.000 |
7,037.000 |
$65.000 |
SQYD | 1.7 |
| 0265 | STAKING | 02726 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.6 |
| 0270 | REMOVE STRUCTURE JEFFERSON | 02731 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 0275 | ARROW PANEL | 02775 | 5.000 |
5.000 |
$3,000.000 |
EACH | 0.1 |
| 0280 | EROSION CONTROL BLANKET | 05950 | 35,263.000 |
35,263.000 |
$1.660 |
SQYD | 0.2 |
| 0285 | TEMP MULCH | 05952 | 85,700.000 |
85,700.000 |
$0.200 |
SQYD | 0.1 |
| 0290 | TEMP SEEDING AND PROTECTION | 05953 | 64,275.000 |
64,275.000 |
$0.240 |
SQYD | 0.1 |
| 0295 | INITIAL FERTILIZER | 05963 | 11.000 |
11.000 |
$1,032.000 |
TON | 0.0 |
| 0300 | MAINTENANCE FERTILIZER | 05964 | 7.000 |
7.000 |
$1,032.000 |
TON | 0.0 |
| 0305 | SEEDING AND PROTECTION | 05985 | 94,120.000 |
94,120.000 |
$0.530 |
SQYD | 0.2 |
| 0310 | SODDING | 05990 | 11,822.000 |
11,822.000 |
$5.420 |
SQYD | 0.2 |
| 0315 | AGRICULTURAL LIMESTONE | 05992 | 120.000 |
120.000 |
$88.000 |
TON | 0.0 |
| 0320 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 25,000.000 |
25,000.000 |
$0.320 |
LF | 0.0 |
| 0325 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 37,579.000 |
37,579.000 |
$0.380 |
LF | 0.1 |
| 0330 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 350.000 |
350.000 |
$1.000 |
LF | 0.0 |
| 0335 | PAVE STRIPING-THERMO-12 IN Y | 06547 | 39.000 |
39.000 |
$8.250 |
LF | 0.0 |
| 0340 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 536.000 |
536.000 |
$4.750 |
LF | 0.0 |
| 0345 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 459.000 |
459.000 |
$16.000 |
LF | 0.0 |
| 0350 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 135.000 |
135.000 |
$4.250 |
LF | 0.0 |
| 0355 | PAVE MARKING-THERMO CURV ARROW | 06574 | 66.000 |
66.000 |
$165.000 |
EACH | 0.0 |
| 0360 | PAVE MARKING-THERMO COMB ARROW | 06575 | 5.000 |
5.000 |
$225.000 |
EACH | 0.0 |
| 0365 | PAVE MARKING-THERMO ONLY | 06576 | 2.000 |
2.000 |
$345.000 |
EACH | 0.0 |
| 0370 | INLAID PAVEMENT MARKER-MW | 06610 | 74.000 |
74.000 |
$38.000 |
EACH | 0.0 |
| 0375 | INLAID PAVEMENT MARKER-BY | 06612 | 279.000 |
279.000 |
$38.000 |
EACH | 0.0 |
| 0380 | FUEL ADJUSTMENT | 10020NS | 80,805.000 |
80,805.000 |
$1.000 |
DOLL | 0.3 |
| 0385 | ASPHALT ADJUSTMENT | 10030NS | 60,305.000 |
60,305.000 |
$1.000 |
DOLL | 0.2 |
| 0390 | JOINT ADHESIVE | 20071EC | 1,596.000 |
1,596.000 |
$5.000 |
LF | 0.0 |
| 0395 | TEMPORARY PIPE | 20166ES810 | 623.000 |
623.000 |
$100.000 |
LF | 0.2 |
| 0400 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$100.670 |
EACH | 0.0 |
| 0405 | SAWCUT PAVEMENT | 20550ND | 3,442.000 |
3,442.000 |
$2.500 |
LF | 0.0 |
| 0410 | LONGITUDINAL EDGE KEY | 21289ED | 1,596.000 |
1,596.000 |
$15.000 |
LF | 0.1 |
| 0415 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 350.000 |
350.000 |
$37.640 |
LF | 0.0 |
| 0420 | WATER BLASTING EXISTING STRIPE | 22664EN | 8,300.000 |
8,300.000 |
$1.000 |
LF | 0.0 |
| 0425 | DETECTABLE WARNINGS | 23158ES505 | 740.000 |
740.000 |
$39.000 |
SQFT | 0.1 |
| 0430 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 622.000 |
622.000 |
$6.680 |
SQYD | 0.0 |
| 0435 | STAMPED CONCRETE | 23379EC | 825.000 |
825.000 |
$96.500 |
SQYD | 0.3 |
| 0440 | REMOVE CONCRETE MEDIAN | 23839EC | 1,164.000 |
1,164.000 |
$30.000 |
SQYD | 0.1 |
| 0445 | UTILITY COORDINATION JEFFERSON | 24845EC | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0450 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | 4.000 |
4.000 |
$1,524.810 |
EACH | 0.0 |
| 1050 | ASPHALT PAVE MILLING & TEXTURING (ADDED 10-19-22) | 02677 | 750.000 |
750.000 |
$30.000 |
TON | 0.1 |
| 8000 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8007 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $7,858,165.59 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0455 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 8.000 |
8.000 |
$140.000 |
TON | 0.0 |
| 0460 | STORM SEWER PIPE-12 IN | 00520 | 15.000 |
15.000 |
$95.000 |
LF | 0.0 |
| 0465 | STORM SEWER PIPE-15 IN | 00521 | 2,475.000 |
2,475.000 |
$140.000 |
LF | 1.3 |
| 0470 | STORM SEWER PIPE-18 IN | 00522 | 3,253.000 |
3,253.000 |
$150.000 |
LF | 1.8 |
| 0475 | STORM SEWER PIPE-24 IN | 00524 | 1,776.000 |
1,776.000 |
$160.000 |
LF | 1.1 |
| 0480 | STORM SEWER PIPE-30 IN | 00526 | 760.000 |
760.000 |
$175.000 |
LF | 0.5 |
| 0485 | STORM SEWER PIPE-36 IN | 00528 | 264.000 |
264.000 |
$290.000 |
LF | 0.3 |
| 0490 | STORM SEWER PIPE-48 IN | 00530 | 410.000 |
410.000 |
$300.000 |
LF | 0.5 |
| 0495 | PERFORATED PIPE-4 IN | 01000 | 20,625.000 |
20,625.000 |
$16.500 |
LF | 1.3 |
| 0500 | NON-PERFORATED PIPE-4 IN | 01010 | 4,798.000 |
4,798.000 |
$21.000 |
LF | 0.4 |
| 0505 | INSPECT & CERTIFY EDGE DRAIN SYSTEM JEFFERSON | 01015 | 1.000 |
1.000 |
$12,350.000 |
LS | 0.0 |
| 0510 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 4.000 |
4.000 |
$900.000 |
EACH | 0.0 |
| 0515 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0520 | PIPE CULVERT HEADWALL-48 IN | 01216 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 0525 | METAL END SECTION TY 3-15 IN | 01390 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0530 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0535 | S & F BOX INLET-OUTLET-24 IN | 01451 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 0540 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$7,000.000 |
EACH | 0.0 |
| 0545 | CURB BOX INLET TYPE A | 01456 | 54.000 |
54.000 |
$9,500.000 |
EACH | 1.9 |
| 0550 | CURB BOX INLET TYPE B | 01480 | 25.000 |
25.000 |
$9,500.000 |
EACH | 0.9 |
| 0555 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$7,000.000 |
EACH | 0.1 |
| 0560 | DROP BOX INLET TYPE 4 | 01499 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.1 |
| 0565 | DROP BOX INLET TYPE 13G | 01559 | 16.000 |
16.000 |
$6,500.000 |
EACH | 0.4 |
| 0570 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$8,500.000 |
EACH | 0.0 |
| 0575 | JUNCTION BOX-18 IN | 01642 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0580 | RECONSTRUCT INLET | 01720 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.0 |
| 0585 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 162.000 |
162.000 |
$250.000 |
EACH | 0.2 |
| 0590 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.0 |
| 0595 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 14,212.000 |
14,212.000 |
$2.000 |
SQYD | 0.1 |
| 0600 | CONCRETE-CLASS A | 08100 | 23.550 |
23.550 |
$900.000 |
CUYD | 0.1 |
| 0605 | PIPELINE INSPECTION | 24814EC | 8,915.000 |
8,915.000 |
$2.250 |
LF | 0.1 |
Category Total $2,966,913.25 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE- #27410 RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0610 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$6,300.000 |
EACH | 0.0 |
| 0615 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 46.600 |
46.600 |
$150.000 |
CUYD | 0.0 |
| 0620 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0625 | CONCRETE-CLASS A | 08100 | 209.300 |
209.300 |
$1,000.000 |
CUYD | 0.8 |
| 0630 | STEEL REINFORCEMENT | 08150 | 27,143.000 |
27,143.000 |
$1.500 |
LB | 0.2 |
| 8001 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $319,604.50 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE- #27411 RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0635 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 380.000 |
380.000 |
$125.000 |
CUYD | 0.2 |
| 0640 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0645 | CONCRETE-CLASS A | 08100 | 239.600 |
239.600 |
$1,350.000 |
CUYD | 1.2 |
| 0650 | STEEL REINFORCEMENT | 08150 | 25,494.000 |
25,494.000 |
$1.500 |
LB | 0.1 |
| 8002 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $459,201.00 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0007 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0705 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 294.000 |
294.000 |
$41.370 |
SQFT | 0.0 |
| 0710 | STEEL POST TYPE 2 | 06411 | 930.000 |
930.000 |
$26.890 |
LF | 0.1 |
| 0715 | REMOVE & RELOCATE SIGNS | 20418ED | 8.000 |
8.000 |
$289.720 |
EACH | 0.0 |
| 0720 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | 4.000 |
4.000 |
$218.530 |
EACH | 0.0 |
| 0725 | BARCODE SIGN INVENTORY | 24631EC | 72.000 |
72.000 |
$35.590 |
EACH | 0.0 |
Category Total $42,924.84 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0730 | TRENCHING AND BACKFILLING | 04820 | 120.000 |
120.000 |
$9.670 |
LF | 0.0 |
| 0735 | CABLE-NO. 14/7C | 04845 | 2,900.000 |
2,900.000 |
$2.290 |
LF | 0.0 |
| 0740 | MESSENGER-15400 LB | 04886 | 530.000 |
530.000 |
$4.230 |
LF | 0.0 |
| 0745 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$1,475.810 |
EACH | 0.0 |
| 0750 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 12.000 |
12.000 |
$424.800 |
EACH | 0.0 |
| 0755 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 8.000 |
8.000 |
$360.570 |
EACH | 0.0 |
| 0760 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 6.000 |
6.000 |
$258.060 |
EACH | 0.0 |
| 0765 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | 1.000 |
1.000 |
$570.540 |
EACH | 0.0 |
| 0770 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 4.000 |
4.000 |
$362.190 |
EACH | 0.0 |
| 0775 | INSTALL COORDINATING UNIT | 20390NS835 | 1.000 |
1.000 |
$1,749.270 |
EACH | 0.0 |
| 0780 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 8.000 |
8.000 |
$611.120 |
EACH | 0.0 |
| 0785 | TRAFFIC SIGNAL POLE BASE | 23157EN | 18.000 |
18.000 |
$1,400.000 |
CUYD | 0.1 |
| 0790 | INSTALL SIGNAL PEDESTAL | 23222EC | 2.000 |
2.000 |
$760.030 |
EACH | 0.0 |
| 0795 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 60.000 |
60.000 |
$12.070 |
LF | 0.0 |
| 0800 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 80.000 |
80.000 |
$15.800 |
LF | 0.0 |
| 0805 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 1.000 |
1.000 |
$9,500.000 |
EACH | 0.0 |
| 0810 | REMOVE SIGNAL EQUIPMENT | 24955ED | 1.000 |
1.000 |
$3,856.990 |
EACH | 0.0 |
| 0815 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 4.000 |
4.000 |
$2,291.150 |
EACH | 0.0 |
| 0820 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | 1.000 |
1.000 |
$2,291.150 |
EACH | 0.0 |
| 8006 | EW~ Traffic Signal Pole Relocation | 10090NX | 0.000 |
1.000 |
$31,308.190 |
LS | 0.0 |
Category Total $87,655.59 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0009 | CATEGORY Description | UTILITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0825 | GRANULAR EMBANKMENT | 02223 | 0.400 |
0.400 |
$145.000 |
CUYD | 0.0 |
| 0830 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 4.000 |
4.000 |
$409.490 |
SQYD | 0.0 |
| 0835 | W AIR RELEASE VALVE 1 INCH | 14000 | 2.000 |
2.000 |
$4,552.000 |
EACH | 0.0 |
| 0840 | W ENCASEMENT CONCRETE | 14005 | 26.000 |
26.000 |
$247.000 |
LF | 0.0 |
| 0845 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | 217.000 |
217.000 |
$184.000 |
LF | 0.1 |
| 0850 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | 285.000 |
285.000 |
$222.000 |
LF | 0.2 |
| 0855 | W FIRE HYDRANT ASSEMBLY | 14019 | 6.000 |
6.000 |
$9,115.000 |
EACH | 0.2 |
| 0860 | W METER 3/4 INCH | 14028 | 21.000 |
21.000 |
$1,357.000 |
EACH | 0.1 |
| 0865 | W PIPE DUCTILE IRON 06 INCH | 14036 | 144.000 |
144.000 |
$165.000 |
LF | 0.1 |
| 0870 | W PIPE DUCTILE IRON 08 INCH | 14037 | 583.000 |
583.000 |
$200.350 |
LF | 0.4 |
| 0875 | W PIPE DUCTILE IRON 12 INCH | 14039 | 5,109.000 |
5,109.000 |
$230.550 |
LF | 4.4 |
| 0880 | W PIPE PVC 02 INCH | 14056 | 100.000 |
100.000 |
$94.000 |
LF | 0.0 |
| 0885 | W TIE-IN 06 INCH | 14094 | 1.000 |
1.000 |
$4,414.000 |
EACH | 0.0 |
| 0890 | W TIE-IN 08 INCH | 14095 | 6.000 |
6.000 |
$5,523.000 |
EACH | 0.1 |
| 0895 | W TIE-IN 12 INCH | 14097 | 3.000 |
3.000 |
$8,426.000 |
EACH | 0.1 |
| 0900 | W VALVE 08 INCH | 14106 | 14.000 |
14.000 |
$2,693.000 |
EACH | 0.1 |
| 0905 | W VALVE 12 INCH | 14108 | 21.000 |
21.000 |
$4,957.000 |
EACH | 0.4 |
| 0910 | W VAULT SPECIAL | 14125 | 1.000 |
1.000 |
$162,935.000 |
EACH | 0.6 |
| 0915 | W PRESSURE REDUCING VALVE 08 INCH | 14136 | 2.000 |
2.000 |
$8,383.000 |
EACH | 0.1 |
| 0920 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | 7.000 |
7.000 |
$2,575.000 |
EACH | 0.1 |
| 0925 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | 14.000 |
14.000 |
$215.000 |
EACH | 0.0 |
| 0930 | S BYPASS PUMPING | 15000 | 3.000 |
3.000 |
$18,565.000 |
EACH | 0.2 |
| 0935 | S ENCASEMENT CONCRETE | 15012 | 38.000 |
38.000 |
$224.000 |
LF | 0.0 |
| 0940 | S ENCASEMENT STEEL OPEN CUT RANGE 6 | 15025 | 321.000 |
321.000 |
$429.000 |
LF | 0.5 |
| 0945 | S MANHOLE | 15092 | 6.000 |
6.000 |
$7,275.000 |
EACH | 0.2 |
| 0950 | S MANHOLE ABANDON/REMOVE | 15093 | 7.000 |
7.000 |
$2,218.000 |
EACH | 0.1 |
| 0955 | S MANHOLE ADJUST TO GRADE | 15094 | 5.000 |
5.000 |
$833.000 |
EACH | 0.0 |
| 0960 | S MANHOLE TAP EXISTING | 15099 | 4.000 |
4.000 |
$4,464.000 |
EACH | 0.1 |
| 0965 | S PIPE PVC 08 INCH | 15112 | 107.000 |
107.000 |
$201.000 |
LF | 0.1 |
| 0970 | S PIPE PVC 24 INCH | 15117 | 298.000 |
298.000 |
$304.000 |
LF | 0.3 |
| 0975 | S PIPE SPECIAL | 15118 | 371.000 |
371.000 |
$232.000 |
LF | 0.3 |
| 0980 | CORED HOLE DRAINAGE BOX CON | 23610NC | 1.000 |
1.000 |
$2,920.000 |
EACH | 0.0 |
| 8004 | EW~ Temporary Water Line Connections at Sta: 1036+50 | 10090NX | 0.000 |
1.000 |
$49,341.830 |
LS | 0.0 |
| 8005 | EW~ Temporary Water Line Connections at Sta:1069+50 | 10090NX | 0.000 |
1.000 |
$76,363.580 |
LS | 0.0 |
Category Total $2,421,019.96 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0010 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0985 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$612,500.000 |
LS | 2.3 |
| 0990 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$193,229.270 |
LS | 0.7 |
Category Total $805,729.27 |
| SM- Project | DE05630842255 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE- #27412 OVER WOODMONT BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0995 | ARMORED EDGE FOR CONCRETE (ADDED 10-12-22) | 03299 | 80.800 |
80.800 |
$125.000 |
LF | 0.0 |
| 1000 | STRUCTURE EXCAVATION-COMMON (ADDED 10-12-22) | 08001 | 511.000 |
511.000 |
$25.000 |
CUYD | 0.0 |
| 1005 | STRUCTURE EXCAV-SOLID ROCK (ADDED 10-12-22) | 08002 | 135.000 |
135.000 |
$125.000 |
CUYD | 0.1 |
| 1010 | CYCLOPEAN STONE RIP RAP (ADDED 10-12-22) | 08019 | 367.000 |
367.000 |
$50.000 |
TON | 0.1 |
| 1015 | CONCRETE-CLASS A (ADDED 10-12-22) | 08100 | 460.300 |
460.300 |
$750.000 |
CUYD | 1.3 |
| 1020 | CONCRETE-CLASS AA (ADDED 10-12-22) | 08104 | 27.700 |
27.700 |
$2,000.000 |
CUYD | 0.2 |
| 1025 | STEEL REINFORCEMENT (ADDED 10-12-22) | 08150 | 53,982.000 |
53,982.000 |
$1.500 |
LB | 0.3 |
| 1030 | STEEL REINFORCEMENT-EPOXY COATED (ADDED 10-12-22) | 08151 | 5,306.000 |
5,306.000 |
$1.500 |
LB | 0.0 |
| 1035 | PRECAST PC BOX BEAM CB12-48 (ADDED 10-12-22) | 08661 | 467.500 |
467.500 |
$245.000 |
LF | 0.4 |
| 1040 | RAIL SYSTEM TYPE 10 (ADDED 10-12-22) | 23085EN | 55.100 |
55.100 |
$350.000 |
LF | 0.1 |
| 1045 | CONCRETE SEALING (ADDED 10-12-22) | 23378EC | 6,406.000 |
6,406.000 |
$1.500 |
SQFT | 0.0 |
| 8003 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $691,088.50 |
| SM- Project | DE09330842255 |
| Fed/State Number | STP 6000(205) |
| Project Description | OLD HENRY ROAD(KY-3084) |
| *********** |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | CRUSHED STONE BASE | 00003 | 9,262.000 |
9,262.000 |
$30.000 |
TON | 1.0 |
| 1055 | ASPHALT SEAL AGGREGATE | 00100 | 4.350 |
4.350 |
$277.730 |
TON | 0.0 |
| 1060 | ASPHALT SEAL COAT | 00103 | 0.530 |
0.530 |
$3,300.000 |
TON | 0.0 |
| 1065 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 3,763.000 |
3,763.000 |
$82.000 |
TON | 1.2 |
| 1070 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 475.000 |
475.000 |
$91.000 |
SQYD | 0.2 |
| 1075 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 678.000 |
678.000 |
$95.000 |
TON | 0.2 |
| 1080 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 7.120 |
7.120 |
$650.000 |
TON | 0.0 |
Category Total $701,646.12 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3,400.000 |
3,400.000 |
$26.000 |
TON | 0.3 |
| 1090 | STANDARD CURB AND GUTTER | 01810 | 3,007.000 |
3,007.000 |
$27.500 |
LF | 0.3 |
| 1095 | REMOVE CURB AND GUTTER | 01812 | 206.000 |
206.000 |
$30.000 |
LF | 0.0 |
| 1100 | STANDARD HEADER CURB | 01875 | 230.000 |
230.000 |
$53.000 |
LF | 0.0 |
| 1105 | REMOVE CURB | 01904 | 230.000 |
230.000 |
$6.000 |
LF | 0.0 |
| 1110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 6.000 |
6.000 |
$12.400 |
EACH | 0.0 |
| 1115 | BARRICADE-TYPE III | 02014 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
| 1120 | REMOVE PAVEMENT | 02091 | 2,272.000 |
2,272.000 |
$6.000 |
SQYD | 0.1 |
| 1125 | TEMP DITCH | 02159 | 1,190.000 |
1,190.000 |
$2.000 |
LF | 0.0 |
| 1130 | CLEAN TEMP DITCH | 02160 | 595.000 |
595.000 |
$0.500 |
LF | 0.0 |
| 1135 | ROADWAY EXCAVATION | 02200 | 75,096.000 |
75,096.000 |
$27.000 |
CUYD | 7.6 |
| 1140 | WATER | 02242 | 376.000 |
376.000 |
$0.010 |
MGAL | 0.0 |
| 1145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,815.950 |
EACH | 0.0 |
| 1150 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$3,889.620 |
EACH | 0.0 |
| 1155 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 18.000 |
18.000 |
$181.690 |
EACH | 0.0 |
| 1160 | WITNESS POST | 02432 | 18.000 |
18.000 |
$159.590 |
EACH | 0.0 |
| 1165 | CHANNEL LINING CLASS II | 02483 | 16.000 |
16.000 |
$75.000 |
TON | 0.0 |
| 1170 | CHANNEL LINING CLASS III | 02484 | 154.000 |
154.000 |
$75.000 |
TON | 0.0 |
| 1175 | CLEARING AND GRUBBING 7.54 ACRES- OLDHAM | 02545 | 1.000 |
1.000 |
$80,000.000 |
LS | 0.3 |
| 1180 | TEMPORARY SIGNS | 02562 | 255.000 |
255.000 |
$4.000 |
SQFT | 0.0 |
| 1185 | EDGE KEY | 02585 | 18.000 |
18.000 |
$95.000 |
LF | 0.0 |
| 1190 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 22,361.000 |
22,361.000 |
$2.250 |
SQYD | 0.2 |
| 1195 | MAINTAIN & CONTROL TRAFFIC OLDHAM | 02650 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.6 |
| 1200 | DIVERSIONS (BY-PASS DETOURS) OLDHAM | 02651 | 1.000 |
1.000 |
$58,000.000 |
LS | 0.2 |
| 1205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.1 |
| 1210 | TEMP SILT FENCE | 02701 | 1,190.000 |
1,190.000 |
$1.460 |
LF | 0.0 |
| 1215 | SILT TRAP TYPE A | 02703 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
| 1220 | SILT TRAP TYPE B | 02704 | 5.000 |
5.000 |
$150.000 |
EACH | 0.0 |
| 1225 | SILT TRAP TYPE C | 02705 | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 1230 | CLEAN SILT TRAP TYPE A | 02706 | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 1235 | CLEAN SILT TRAP TYPE B | 02707 | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 1240 | CLEAN SILT TRAP TYPE C | 02708 | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 1245 | SIDEWALK-4 IN CONCRETE | 02720 | 860.000 |
860.000 |
$62.240 |
SQYD | 0.2 |
| 1250 | SIDEWALK-6 IN CONCRETE | 02723 | 1,451.000 |
1,451.000 |
$65.000 |
SQYD | 0.4 |
| 1255 | STAKING OLDHAM | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.3 |
| 1260 | ARROW PANEL | 02775 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 1265 | EROSION CONTROL BLANKET | 05950 | 9,755.000 |
9,755.000 |
$1.660 |
SQYD | 0.1 |
| 1270 | TEMP MULCH | 05952 | 17,553.000 |
17,553.000 |
$0.200 |
SQYD | 0.0 |
| 1275 | TEMP SEEDING AND PROTECTION | 05953 | 13,165.000 |
13,165.000 |
$0.240 |
SQYD | 0.0 |
| 1280 | INITIAL FERTILIZER | 05963 | 2.000 |
2.000 |
$1,032.000 |
TON | 0.0 |
| 1285 | MAINTENANCE FERTILIZER | 05964 | 1.000 |
1.000 |
$1,032.000 |
TON | 0.0 |
| 1290 | SEEDING AND PROTECTION | 05985 | 24,183.000 |
24,183.000 |
$0.530 |
SQYD | 0.0 |
| 1295 | SODDING | 05990 | 2,337.000 |
2,337.000 |
$5.420 |
SQYD | 0.0 |
| 1300 | AGRICULTURAL LIMESTONE | 05992 | 25.000 |
25.000 |
$88.000 |
TON | 0.0 |
| 1305 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 5,000.000 |
5,000.000 |
$0.320 |
LF | 0.0 |
| 1310 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 6,694.000 |
6,694.000 |
$0.380 |
LF | 0.0 |
| 1315 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 43.000 |
43.000 |
$16.000 |
LF | 0.0 |
| 1320 | PAVE MARKING-THERMO CURV ARROW | 06574 | 15.000 |
15.000 |
$165.000 |
EACH | 0.0 |
| 1325 | INLAID PAVEMENT MARKER-MW | 06610 | 15.000 |
15.000 |
$38.000 |
EACH | 0.0 |
| 1330 | INLAID PAVEMENT MARKER-BY | 06612 | 57.000 |
57.000 |
$38.000 |
EACH | 0.0 |
| 1335 | FUEL ADJUSTMENT | 10020NS | 16,551.000 |
16,551.000 |
$1.000 |
DOLL | 0.1 |
| 1340 | ASPHALT ADJUSTMENT | 10030NS | 12,352.000 |
12,352.000 |
$1.000 |
DOLL | 0.0 |
| 1345 | JOINT ADHESIVE | 20071EC | 137.000 |
137.000 |
$5.000 |
LF | 0.0 |
| 1350 | TEMPORARY PIPE | 20166ES810 | 127.000 |
127.000 |
$100.000 |
LF | 0.0 |
| 1355 | OBJECT MARKER TY 3 | 20191ED | 1.000 |
1.000 |
$100.670 |
EACH | 0.0 |
| 1360 | SAWCUT PAVEMENT | 20550ND | 691.000 |
691.000 |
$2.500 |
LF | 0.0 |
| 1365 | LONGITUDINAL EDGE KEY | 21289ED | 137.000 |
137.000 |
$15.000 |
LF | 0.0 |
| 1370 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 275.000 |
275.000 |
$37.640 |
LF | 0.0 |
| 1375 | WATER BLASTING EXISTING STRIPE | 22664EN | 1,700.000 |
1,700.000 |
$1.000 |
LF | 0.0 |
| 1380 | DETECTABLE WARNINGS | 23158ES505 | 206.000 |
206.000 |
$39.000 |
SQFT | 0.0 |
| 1385 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 191.000 |
191.000 |
$6.680 |
SQYD | 0.0 |
| 1390 | UTILITY COORDINATION OLDHAM | 24845EC | 1.000 |
1.000 |
$35,000.000 |
LS | 0.1 |
| 1395 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | 4.000 |
4.000 |
$1,524.810 |
EACH | 0.0 |
| 1615 | ASPHALT PAVE MILLING & TEXTURING (ADDED 10-19-22) | 02677 | 250.000 |
250.000 |
$30.000 |
TON | 0.0 |
| 8004 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8008 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $3,035,498.48 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1400 | ENTRANCE PIPE-15 IN | 00440 | 86.000 |
86.000 |
$125.000 |
LF | 0.0 |
| 1405 | STORM SEWER PIPE-15 IN | 00521 | 165.000 |
165.000 |
$140.000 |
LF | 0.1 |
| 1410 | STORM SEWER PIPE-18 IN | 00522 | 1,020.000 |
1,020.000 |
$150.000 |
LF | 0.6 |
| 1415 | STORM SEWER PIPE-24 IN | 00524 | 341.000 |
341.000 |
$160.000 |
LF | 0.2 |
| 1420 | PERFORATED PIPE-4 IN | 01000 | 3,844.000 |
3,844.000 |
$16.500 |
LF | 0.2 |
| 1425 | NON-PERFORATED PIPE-4 IN | 01010 | 958.000 |
958.000 |
$21.000 |
LF | 0.1 |
| 1430 | INSPECT & CERTIFY EDGE DRAIN SYSTEM OLDHAM | 01015 | 1.000 |
1.000 |
$2,525.000 |
LS | 0.0 |
| 1435 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 1440 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 1445 | CURB BOX INLET TYPE A | 01456 | 10.000 |
10.000 |
$9,500.000 |
EACH | 0.4 |
| 1450 | CURB BOX INLET TYPE B | 01480 | 5.000 |
5.000 |
$9,500.000 |
EACH | 0.2 |
| 1455 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$7,000.000 |
EACH | 0.1 |
| 1460 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 27.000 |
27.000 |
$250.000 |
EACH | 0.0 |
| 1465 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 2,381.000 |
2,381.000 |
$2.000 |
SQYD | 0.0 |
| 1470 | PIPELINE INSPECTION | 24814EC | 1,612.000 |
1,612.000 |
$2.250 |
LF | 0.0 |
Category Total $524,118.00 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE- #27413 OVER FLOYDS FORK TRIBUTARY 1 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1475 | ARMORED EDGE FOR CONCRETE | 03299 | 78.000 |
78.000 |
$125.000 |
LF | 0.0 |
| 1480 | STRUCTURE EXCAVATION-COMMON | 08001 | 787.000 |
787.000 |
$25.000 |
CUYD | 0.1 |
| 1485 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 261.000 |
261.000 |
$125.000 |
CUYD | 0.1 |
| 1490 | CONCRETE-CLASS A | 08100 | 501.700 |
501.700 |
$800.000 |
CUYD | 1.5 |
| 1495 | CONCRETE-CLASS AA | 08104 | 568.800 |
568.800 |
$800.000 |
CUYD | 1.7 |
| 1500 | STEEL REINFORCEMENT | 08150 | 50,888.000 |
50,888.000 |
$1.500 |
LB | 0.3 |
| 1505 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 134,253.000 |
134,253.000 |
$1.500 |
LB | 0.8 |
| 1510 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,661.700 |
1,661.700 |
$430.000 |
LF | 2.7 |
| 1515 | CONCRETE SEALING | 23378EC | 21,170.000 |
21,170.000 |
$1.500 |
SQFT | 0.1 |
| 1520 | DECK DRAIN | 23813EC | 16.000 |
16.000 |
$825.000 |
EACH | 0.0 |
| 8005 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $1,955,647.50 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1525 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 152.000 |
152.000 |
$41.370 |
SQFT | 0.0 |
| 1530 | STEEL POST TYPE 2 | 06411 | 360.000 |
360.000 |
$26.890 |
LF | 0.0 |
| 1535 | REMOVE & RELOCATE SIGNS | 20418ED | 1.000 |
1.000 |
$289.720 |
EACH | 0.0 |
| 1540 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | 2.000 |
2.000 |
$218.530 |
EACH | 0.0 |
| 1545 | BARCODE SIGN INVENTORY | 24631EC | 38.000 |
38.000 |
$35.590 |
EACH | 0.0 |
Category Total $18,047.84 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1550 | W AIR RELEASE VALVE 1 INCH | 14000 | 1.000 |
1.000 |
$4,552.000 |
EACH | 0.0 |
| 1555 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | 88.000 |
88.000 |
$222.000 |
LF | 0.1 |
| 1560 | W FIRE HYDRANT ASSEMBLY | 14019 | 1.000 |
1.000 |
$9,115.000 |
EACH | 0.0 |
| 1565 | W METER 3/4 INCH | 14028 | 5.000 |
5.000 |
$1,357.000 |
EACH | 0.0 |
| 1570 | W PIPE DUCTILE IRON 06 INCH | 14036 | 38.000 |
38.000 |
$165.000 |
LF | 0.0 |
| 1575 | W PIPE DUCTILE IRON 12 INCH | 14039 | 842.000 |
842.000 |
$230.550 |
LF | 0.7 |
| 1580 | W TIE-IN 12 INCH | 14097 | 2.000 |
2.000 |
$8,426.000 |
EACH | 0.1 |
| 1585 | W VALVE 06 INCH | 14105 | 1.000 |
1.000 |
$1,862.900 |
EACH | 0.0 |
| 1590 | W VALVE 12 INCH | 14108 | 5.000 |
5.000 |
$4,957.000 |
EACH | 0.1 |
| 1595 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | 4.000 |
4.000 |
$2,575.000 |
EACH | 0.0 |
| 1600 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | 1.000 |
1.000 |
$215.000 |
EACH | 0.0 |
Category Total $294,396.00 |
| SM- Project | DE09330842255 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1605 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$612,500.000 |
LS | 2.3 |
| 1610 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$193,229.260 |
LS | 0.7 |
Category Total $805,729.26 |